Rational Structure Of Cable Truss
| Autor: | Goremikins, V., Rocens, K., Dmitrijs Serdjuks |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2011 |
| Předmět: | |
| Zdroj: | Scopus-Elsevier |
| DOI: | 10.5281/zenodo.1074768 |
| Popis: | One of the main problems of suspended cable structures is initial shape change under the action of non uniform load. The problem can be solved by increasing of weight of construction or by using of prestressing. But this methods cause increasing of materials consumption of suspended cable structure. The cable truss usage is another way how the problem of shape change under the action of non uniform load can be fixed. The cable trusses with the vertical and inclined suspensions, cross web and single cable were analyzed as the main load-bearing structures of suspension bridge. It was shown, that usage of cable truss allows to reduce the vertical displacements up to 32% in comparison with the single cable in case of non uniformly distributed load. In case of uniformly distributed load single cable is preferable. {"references":["European Committee for Standardization, Eurocode 1: Actions on\nstructures - Part 2: Traffic loads on bridges, Brussels, 2004","Fiberline Composites A/S, Design Manual. - Middelfart: Fiberline\nComposites A/S, 2002.","Fletcher R., Practical methods of optimization, 2nd edition, London: John\nWilley &Sons Inc., 2000.","Gogol M., \"Shaping of Effective Steel Structures,\" in Scientific\nproceedings of Rzeszow Technical University, Rzeszow: Rzeszow\nTechnical University, 2009. (Nr. 264), p. 43-56.","Goremikins V., Serdjuks D., \"Rational Structure of Trussed Beam,\" in\nProc. The 10th International Conference \"Modern Building Materials,\nStructures and Techniques\", Vilnius: Vilnius Gediminas Technical\nUniversity, 2010, pp. 613-618.","Goremikins V., Rocens K., Serdjuks D., \"Rational Structure of\nComposite Trussed Beam,\" in Proc. The 16th International Conference\n\"Mechanics of composite materials, Riga: Institute of Polymer\nMechanics, 2010, p. 75.","Montgomery D.C. Design and analysis of experiments, 5th edition, New\nYork: John Willey &Sons Inc., 2001.","Serdjuks, D.; Rocens, K., \"Decrease the Displacements of a Composite\nSaddle-Shaped Cable Roof,\" Mech. Compos. Materials, Vol. 40, No5.,\n2004.","Shen, Z.Y.; Li, G.Q.; Zhang, Q.L., \"Advances in steel structures,\" in\nProc. Fourth International Conference, Shanghai, China, 2005.\n[10] Wai-Fah Chen, Eric M. Lui, Handbook of structural engineering, New\nYork, 2005.\n[11] Барабаш М, Лазнюк М., Мартынова, М., Пресняков, Н., \nСовременные технологии расчета и проектирования\nметаллических и деревянных конструкций. (Modern Designing and \nCalculation Techniques of Steel and Timber Structures), Москва: \nИздательство Асоции строительных вузов, 2008. \n[12] Бахтин С., Овчинников И., Инамов Р., Висячие и вантовые мосты\n(Suspension and Cable Bridges), Саратов: Сарат. гос. техн. ун-т, 1999. \n[13] Беленя Е., Стальные конструкции: Спецкурс (Steel Structures: \nSpecial Course), Москва: Стройиздат, 1991. \n[14] Ведеников Г., Металлические конструкции: Общий курс(Steel \nStructures: General Course), Москва: Стройиздат, 1998. \n[15] Городецкий А., Евзоров И., 2005. Компьютерные модели\nконструкций (Structures computer models), Киев: Факт, 2005. \n[16] Ермолов В., Инженерные конструкции (Engineering Structures), \nМосква: Высшая школа, 1991. \n[17] Кирсанов М. Висячие системы повышенной жесткости\n(Suspension Structures with Increased Stiffness), Москва: Стройиздат, \n1983. \n[18] Михайлов В., Предварительно напряженные комбинированные и\nвантовые конструкции (Prestressed Combined and Cable Structures), \nМосква: ACB, 2002.\n[19] Петропавловский А., Вантовые мосты (Cable Bridges), Москва: \nТранспорт, 1985. \n[20] Смирнов В., Висячие мосты больших пролетов (Large Span \nSuspension Bridges), Москва: Высшая школа, 1970. \n[21] Трущев А., Пространственные металлические конструкции \n(Spatious Steel Structures), Москва: Стройиздат. 1983."]} |
| Databáze: | OpenAIRE |
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